Imgessel is giving manufacture and mechanical design services of flare stack tips required as new or substitution of the current harmed flare tips. Imgessel demonstrating services for surface arrangement , Installation, Curing and drying out .
Imgessel is working in design drafting, fabrication and installation of guy wired, Derrick Supported and free standing stacks. Imgessel is giving services for flare stack tips required as new or substitution of the current harmed flare tips. Imgessel demonstrating serivces for surface arrangement, Installation, Curing and drying out .
Imgessel has designed guy wired, Derrick Supported Stacks and detached stacks up to 6 m dia and length of 100 m.

DESIGN CODES:

Comprehensive Codes

Stress Codes

Along Wind

Across Wind

Fatigue

Seismic

ASME STS-1 (US Code)

ASME STS-1

ASCE 7-05/10

ASME STS-1

CICIND

IBC 2006

IS 6533 (Indian)

IS 6533

IS 875

IS 6533

AISC 360-05

IS 875

CICIND (Int’l)

CICIND

CICIND

CICIND

UBC-97

AISC 360-05

NBC

NBC

Manual G

EN1991-1-4

EN1991-1-4

BS CP 3 Ch. V

BS 4076

BS 6399

UBC-97

DESIGN CAPABILITIES

3D

Adaptable Load Combinations

P-Delta Analysis

Guy Wire Design

Lifting Analysis of Stack

Calculation of Frequency for Higher Modes

Stack Vibration Dampers

Self Supported Steel Stacks
Imgessel has designed many different types of self supported stacks, ranging in height from 6 m (20ft) to 100 m (328 ft.). Some special design considerations have included:

Single Piece Lift of Stack

Special Breech Openings

Low Temperature

Applications:

“Piggy Back” Stacks

Vibration Design

Retrofit of Existing Stacks

Customizable Load Combinations

P-Delta Analysis

Guy Wire Design

Lifting Analysis of Stack

Calculate Frequency for Higher Modes

Stack Vibration Dampers

Self Supported Steel Stacks
Imgessel has designed many different types of self supported stacks, ranging in height from 6 m (20ft) to 100 m (328 ft.). Some special design considerations have included:

Single Piece Lift of Stack

Special Breech Openings

Low Temperature

Applications:

“Piggy Back” Stacks

Vibration Design

Retrofit of Existing Stacks

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